Design of Reinforced Concrete Silo Groups (Record no. 76408)

000 -LEADER
fixed length control field 04040nam a22005775i 4500
001 - CONTROL NUMBER
control field 978-3-030-13621-5
005 - DATE AND TIME OF LATEST TRANSACTION
control field 20220801214507.0
008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION
fixed length control field 190411s2019 sz | s |||| 0|eng d
020 ## - INTERNATIONAL STANDARD BOOK NUMBER
ISBN 9783030136215
-- 978-3-030-13621-5
082 04 - CLASSIFICATION NUMBER
Call Number 690
100 1# - AUTHOR NAME
Author Silva, Fernando A.N.
245 10 - TITLE STATEMENT
Title Design of Reinforced Concrete Silo Groups
250 ## - EDITION STATEMENT
Edition statement 1st ed. 2019.
300 ## - PHYSICAL DESCRIPTION
Number of Pages XI, 84 p. 58 illus., 43 illus. in color.
490 1# - SERIES STATEMENT
Series statement Building Pathology and Rehabilitation,
505 0# - FORMATTED CONTENTS NOTE
Remark 2 Characterization and Brief Literature Review -- Geometry and Loading -- Two-Dimensional Linear Elastic Analyses – Slice Method -- Three-Dimensional Analysis -- Structural Behaviour and Simplified Model Proposition -- Conclusions and Recommendations.
520 ## - SUMMARY, ETC.
Summary, etc This book offers a new calculation procedure of the structural behavior of grouped layout of silos, easy to use and with satisfactory responses. Groups of reinforced concrete silos are structures commonly used in the food industry, where it is usually necessary to separate the storage of different types and sources of grain. The grouped layout of silos has numerous benefits when compared with single-cell silos in which the emphasis is on creating further space for silage, normally referred to as interstice – a space formed between the edges of the group’s cells. This economic benefit, on the other hand, raises a structural problem for the designer of this type of building, which is to assess the magnitude of bending moments and hoop forces due to the structural continuity of the walls in the interstice region of the cells. Bending moments assume extreme values exactly when the interstice is loaded and the other cells in the group are empty. To develop the formulation of the proposed analysis models, a parametric study was carried out that allowed the adequate consideration of the variables involved. The idea is to help professionals, engineers, industrials and academics involved in this advanced interdisciplinary field as a comprehensive guide for courses offered at different levels of learning (undergraduate and postgraduate).
700 1# - AUTHOR 2
Author 2 Horowitz, Bernardo.
700 1# - AUTHOR 2
Author 2 Delgado, João M.P.Q.
700 1# - AUTHOR 2
Author 2 Azevedo, António C.
856 40 - ELECTRONIC LOCATION AND ACCESS
Uniform Resource Identifier https://doi.org/10.1007/978-3-030-13621-5
942 ## - ADDED ENTRY ELEMENTS (KOHA)
Koha item type eBooks
100 1# - AUTHOR NAME
-- (orcid)0000-0003-4471-4294
-- https://orcid.org/0000-0003-4471-4294
264 #1 -
-- Cham :
-- Springer International Publishing :
-- Imprint: Springer,
-- 2019.
336 ## -
-- text
-- txt
-- rdacontent
337 ## -
-- computer
-- c
-- rdamedia
338 ## -
-- online resource
-- cr
-- rdacarrier
347 ## -
-- text file
-- PDF
-- rda
650 #0 - SUBJECT ADDED ENTRY--SUBJECT 1
-- Buildings—Design and construction.
650 #0 - SUBJECT ADDED ENTRY--SUBJECT 1
-- Building materials.
650 #0 - SUBJECT ADDED ENTRY--SUBJECT 1
-- Mechanics, Applied.
650 #0 - SUBJECT ADDED ENTRY--SUBJECT 1
-- Solids.
650 14 - SUBJECT ADDED ENTRY--SUBJECT 1
-- Building Construction and Design.
650 24 - SUBJECT ADDED ENTRY--SUBJECT 1
-- Structural Materials.
650 24 - SUBJECT ADDED ENTRY--SUBJECT 1
-- Solid Mechanics.
700 1# - AUTHOR 2
-- (orcid)0000-0003-4530-9880
-- https://orcid.org/0000-0003-4530-9880
830 #0 - SERIES ADDED ENTRY--UNIFORM TITLE
-- 2194-9840 ;
912 ## -
-- ZDB-2-ENG
912 ## -
-- ZDB-2-SXE

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